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2038 Beach Ave RES19-0032 RevisionNEW 2X4X6' LONG RAFTER. PLACE ON FACE OF GUSSET FASTEN W/2 -ROWS OF 10D ® 6 NEW 2X4 SYP#2 IN PLANE WITH TRUSS 2'-0„ 3/4" OSB GUSSET ONE SIDE OF TRUSS. FASTEN TO TRUSS MEMBERS WITH 2 -ROWS 8dx2" NAILS ® 4" O.C. CENTER ON TOP CHORD SPLICE 6" 3 EXISTING WALL SHEATHING NEW 2X4x6' LONG RAFTER. PLACE ON FACE OF GUSSET FASTEN w/2 -ROWS OF 10d @-\ 6 EXISTING ROOF SHEATHING TRUSS REPAIR - EXISTING TRUSS I3/4"x36"x12" OSB GUSSET ONE SIDE F �Ii jOF TRUSS. FASTEN TO TRUSS (MEMBERS WITH 2 -ROWS 8dx2" NAILS © 4" O.C. CENTER ON TOP CHORD EXISTING ROOF WALL jSPLICE TRUSS SHEATHING NAILER R OF TRUSS T' BE R PAIRED WATER DAMAGED TRUSS MEMBERS TO BE REMOVED FLOOR TRUSS TO BE REPAIRED 1 TRUSS REPAIR DETAIL - 3RD FLOOR AT BALCONY S1.0 2 TRUSS REPAIR DETAIL - 3RD FLOOR AT BALCONY S1.0 EXISTING STUDS I I FLOOR SHEATHING EXISTING TRUSS TO BE FLOOR TRUSS REPAIRED SEE BELOW PROPOSED SECTION ROOF TRUSS TO BE REPAIRED SEE DETAIL THIS SHEET 38" t -t A I I I I SHORING BY CONTRACTOR EXISTING WALL. WATER DAMAGED MEMBERS TO BE REPLACED WITH LIKE MATERIAL EXISTING CONDITION 16" f I I I I I SHORING BY CONTRACTOR EXISTING WALL. WATER DAMAGED MEMBERS TO BE REPLACED WITH LIKE MATERIAL EXISTING CONDITION NEW 2X4 SYP#2 3/4"x16"x60" OSB GUSSET HORIZONTAL (IN PLANE ONE SIDE OF TRUSS. WITH TRUSS) FASTEN TO TRUSS MEMBERS WITH 2 -ROWS 38" t 8dx2" NAILS ® 4" O.C. NEW 2X4 SYP(2 VERTICAL IN J NEW 2X4 SYP# 2 DIAGONAL PLANE WITH (IN PLANE WITH TRUSS) TRUSS) EXISTING WALL. WATER SIMPSON DAMAGED MEMBERS TO BE SDWC15600 REPLACED WITH LIKE TOESCREWED MATERIAL NEW 2X4 SYP#2 HORIZONTAL (IN PLANE WITH TRUSS) NEW 2X4 SYP#2 VERTICAL (IN PLANE WITH TRUSS) PROPOSED FLOOR TRUSS REPAIR 3/4"x16" OSB GUSSET EACH SIDE OF TRUSS. FASTEN TO TRUSS MEMBERS WITH 2 -ROWS 8dx2" NAILS © 4" O.C. STOP GUSSET AT FIRST VERTICAL IN TRUSS EXISTING WALL. WATER SIMPSON DAMAGED MEMBERS TO BE SDWC15600 REPLACED WITH LIKE TOESCREWED MATERIAL PROPOSED REPAIR DESIGN CODE: TRIBUTARY AREA (sf) INTERIOR 2017 FLORIDA BUILDING CODE - EXISTING 'a' = 4'-6" WORK CLASSIFICATION - REPAIR +30.2 -32.9 tWATER DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGI L PLANS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIAN DAMAGED DESIGN LOADS: ACTUAL AND UNIFORM +25.7 -31.2 U • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMIN ROOF RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & S ROOF LOADING (cd=1.25) I U - 20 psf 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WIT TOP CHORD DEAD LOAD TO BE REMOVED u7) BOTTOM CHORD LIVE LOAD 10 psf SHINGLE - MIN. 7/16" 24/16, APA RATED PLYWOOD SHEATHIN BOTTOM CHORD DEAD LOAD 5 psf LE ENDS WINDLOADING: F EDGE). WALL SHEATHING SPECIFICATIONS: ASCE 7/10 MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, F STENED w/ 8d BASIC WIND SPEED (ASCE 7-10) -------------- 130 IMPORTANCE FACTOR AT PANEL -JOINTS. 1.00 _______________________ MEAN ROOF HEIGHT - 25.0 FT ROOF PITCH - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4:12 BUILDING CATEGORY ----------------------- OR ANY 11 EXPOSURE CATEGORY - - - - - - - - - - - - - - - - - - - - - - D ENCLOSURE CLASSIFICATION ----------------- LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: INTERNAL PRESSURE COEFFICIENT JENCLOSED -------------- f .18 LIMITED TO THE FOLLOWING: ROOF FRAMING REPAIR AS SHOWN N SHOWN ON PLAN. ITEMS NOT DESIGNED INCLUDE ANY ARCHITECTURAL, CHANICAL OR ELECTRICAL SYSTEM. , ..J 1171 N-1 TRUSS TO BE REPAIRED - - 2 TRUSS REPAIR DETAIL - 3RD FLOOR AT BALCONY S1.0 EXISTING STUDS I I FLOOR SHEATHING EXISTING TRUSS TO BE FLOOR TRUSS REPAIRED SEE BELOW PROPOSED SECTION ROOF TRUSS TO BE REPAIRED SEE DETAIL THIS SHEET 38" t -t A I I I I SHORING BY CONTRACTOR EXISTING WALL. WATER DAMAGED MEMBERS TO BE REPLACED WITH LIKE MATERIAL EXISTING CONDITION 16" f I I I I I SHORING BY CONTRACTOR EXISTING WALL. WATER DAMAGED MEMBERS TO BE REPLACED WITH LIKE MATERIAL EXISTING CONDITION NEW 2X4 SYP#2 3/4"x16"x60" OSB GUSSET HORIZONTAL (IN PLANE ONE SIDE OF TRUSS. WITH TRUSS) FASTEN TO TRUSS MEMBERS WITH 2 -ROWS 38" t 8dx2" NAILS ® 4" O.C. NEW 2X4 SYP(2 VERTICAL IN J NEW 2X4 SYP# 2 DIAGONAL PLANE WITH (IN PLANE WITH TRUSS) TRUSS) EXISTING WALL. WATER SIMPSON DAMAGED MEMBERS TO BE SDWC15600 REPLACED WITH LIKE TOESCREWED MATERIAL NEW 2X4 SYP#2 HORIZONTAL (IN PLANE WITH TRUSS) NEW 2X4 SYP#2 VERTICAL (IN PLANE WITH TRUSS) PROPOSED FLOOR TRUSS REPAIR 3/4"x16" OSB GUSSET EACH SIDE OF TRUSS. FASTEN TO TRUSS MEMBERS WITH 2 -ROWS 8dx2" NAILS © 4" O.C. STOP GUSSET AT FIRST VERTICAL IN TRUSS EXISTING WALL. WATER SIMPSON DAMAGED MEMBERS TO BE SDWC15600 REPLACED WITH LIKE TOESCREWED MATERIAL PROPOSED REPAIR DESIGN CODE: TRIBUTARY AREA (sf) INTERIOR 2017 FLORIDA BUILDING CODE - EXISTING 'a' = 4'-6" WORK CLASSIFICATION - REPAIR +30.2 -32.9 +30.2 -40.5 DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGI L PLANS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIAN E. DESIGN LOADS: ACTUAL AND UNIFORM +25.7 -31.2 U • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMIN ROOF RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & S ROOF LOADING (cd=1.25) I U TOP CHORD LIVE LOAD 20 psf 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WIT TOP CHORD DEAD LOAD 15 psf (SHINGLE) u7) BOTTOM CHORD LIVE LOAD 10 psf SHINGLE - MIN. 7/16" 24/16, APA RATED PLYWOOD SHEATHIN BOTTOM CHORD DEAD LOAD 5 psf LE ENDS WINDLOADING: F EDGE). WALL SHEATHING SPECIFICATIONS: ASCE 7/10 MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, F STENED w/ 8d BASIC WIND SPEED (ASCE 7-10) -------------- 130 IMPORTANCE FACTOR AT PANEL -JOINTS. 1.00 _______________________ MEAN ROOF HEIGHT - 25.0 FT ROOF PITCH - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4:12 BUILDING CATEGORY ----------------------- OR ANY 11 EXPOSURE CATEGORY - - - - - - - - - - - - - - - - - - - - - - D ENCLOSURE CLASSIFICATION ----------------- LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: INTERNAL PRESSURE COEFFICIENT JENCLOSED -------------- f .18 COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) 'a' = 4'-6" 10 +30.2 -32.9 +30.2 -40.5 50 +27.1 -29.6 +27.1 -34.2 100 +25.7 -28.2 +25.7 -31.2 • THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES(ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PE MITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER EDUCTION SHALL BE PERMITTED > • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNE FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. • LINEAR INTERPOLATION IS PERMISSIBLE. Q • PLUS = PRESSURE AND MINUS = SUCTION. U • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMIN IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & S ALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. I U FLOOR SHEATHING SPECIFICATIONS cl� 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WIT 10d COMMON @ 6" O.C. EDGE & FIELD u7) ROOF SHEATHING SPECIFICATIONS - U SHINGLE - MIN. 7/16" 24/16, APA RATED PLYWOOD SHEATHIN NAILED w/ 0.113x2" RING SHANK @ 6" O.C. EDGE & 6" O.C. FIELD (AT GA LE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF RO F EDGE). WALL SHEATHING SPECIFICATIONS: L, _L_ MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, F STENED w/ 8d 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL OVER L FLOOR SYSTEM 16" MIN AND EXTEND TO THE UPPER TOP PLATE. PROV E BLOCKING AT PANEL -JOINTS. MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE ESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURE , OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTO OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE R ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CON RACT DOCUMENTS. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINE R ARE LIMITED TO THE FOLLOWING: ROOF FRAMING REPAIR AS SHOWN N SHOWN ON PLAN. ITEMS NOT DESIGNED INCLUDE ANY ARCHITECTURAL, CHANICAL OR ELECTRICAL SYSTEM. REVISION OFFICE COPY BP# kV,4;S161-0O3j DATE SIGNED f'i'r EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND N011FY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBIUTY OF THE CONTRACTOR. REPAIRS SHOWN IN THIS PLAN ARE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE (EXIS G). CLASSIFICATION: REPAIR PER SECTION 402.1 FBC(E) EVALUATION PER 606.2.2.1 — AFTER REPAIRS ARE COMPLETED, THE BUILDING WILL COMPLY WITH Tf E PROVISIONS OF THE CODE THAT WERE IN AFFECT WHEN THE BUILDING WAS BUILT. SECTIONS 502.2 AND 506.2.3 — ALL NEW MATERIALS SHALL BE PER THE FLORIDA BUILDING CODE 017 SCOPE OF SERVICE NOTE: THIS REPAIR PLAN IS BEING PROVIDED TO THE BUILDER AS A GENERAL RECOMMENDATION TO REPAI / REINFORCE THE EXISTING STRUCTURE. DUE TO THE CONDITION OF THE EXISTING BUILDING, NOT ALL EXISTING DAMAGE IS NOTI D IN THIS PLAN AND THERE MAY BE REPAIRS REQUIRED WHICH ARE NOT NOTED IN THIS PLAN, THIS PLAN WAS BASED ON A VI UAL INSPECTION BY THE ENGINEER AND THERE ARE AREAS OF THE BUILDING WHICH COULD NOT BE INSPECTED. J0 :2 Qz o�a0 0 n- � � z Wc�Lr) LLJ 0u 1 0 Q=z�wmF,Q (�[rCDUm.' W V) W C4 U 04.16.19 Christopher I Sabourin PE FL PE#71461 PLAN NAME ROOF REPAIR SSE No. SIGN -19-0121 ISSUE DATE PERMIT 04.15.19 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. TRUSS REPAIR PLAN SHEET SILO 'SHEET' 1 OF 1 W � or, > �. Q U n I- I U I U cl� Q W u7) W U m (n V l D00 L, _L_ < FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. TRUSS REPAIR PLAN SHEET SILO 'SHEET' 1 OF 1